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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹59.8 LAccepted-AOC | L1 | Accepted-AOC successful bidder | |
| 2 | L2₹62.3 L+₹2.4 L (4.04%)Rejected-Finance AT BADALIGAN PO PRUTHUNATHPUR PS BADSAHI DIST MAYURBHANJ ODISHA 757017 | BADASAHI | MAYURBHANJ | ODISHA | 757017 | L2 | Rejected-Finance Unsuccessful bidder | |
| 3 | Not Admitted-Fee/PreQual/Technical AT WARD NO 06 PO PS BARIPADA DIST MAYURBHANJ ODISHA 757001 | BARIPADA | MAYURBHANJ | ODISHA | 757001 | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹63.0 L
EMD Value
₹63,000
Closing Date
17 Aug 2023, 3:00 pmClosed
SE Minor Irrigation Division Mayurbhanj
O/o of SE Minor Irrigation Division Mayurbhanj
Renovation to Purunapani MIP (Res) in Badasahi Block under OIIPCRA for the year 2023-24
2023_CEMIB_90777_11
OIIPCRA-MBJ/W2-01/2023-24
National Competitive Bid
Civil Works - Others
Item Rate
270 days
Badasahi Mayurbhanj
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹63,000
26 Dec 2023
18 Jul 2023
17 Aug 2023
18 Jul 2023
17 Aug 2023
18 Jul 2023
Amount
Clearing and removal of rubbish up to a distance of 50m outside the periphery of area including uprooting tank vegetation, grass bushes, shrubs, saplings and trees of girth up to 300mm, removal of stumps of trees cut earlier and disposal of unserviciable material and stacking of useful materials with supply of all labour T & P and all taxes as per prevailing norm etc. complete as directed by the Engineer-in-charge.
Dismantling and removing cement concrete for all height including stacking the useful materials for reuse and removing the debris within all lead and lifts including all labour & T&P materials required for the item etc. complete as directed by the Engineer-in charge.
Dismantling brick or stone masonry in lime or cement mortar for all height including stacking the useful materials for reuse and removing the debris within all lead and lifts including all labour & T&P materials required for the item etc. complete as directed by the Engineer-in charge.
Earth work in excavation of foundation in all kinds of soil with all leads and lifts including dressing and leveling the bed of foundation to proper slope and level and making it fit for laying concrete including depositing the excavated materials clear of work site with all leads, lifts and delifts etc. complete including dewatering from foundation if required etc. with supply of all labour and T&P required for the work etc. complete in all respect as directed by the Engineer-in-Charge.
Filling in foundation & plinth with sand well watered and rammed in layers of 23.5cm thick including cost, conveyance of materials and supply of all labour, taxes as per prvailing norm and T&P, dewatering if required for the work etc. complete and as directed by Engineer-in-charge.
Cement concrete M 15 grade with crushed granite 20mm down graded coarse aggregate of approved quality mixing by concrete mixer including hoisting, lowering & laying concrete in position to proper slope and level & compacting by vibrator in layers not exceeding 0.15m depth & finishing the exposed surface smooth including watering, curing for required period including cost, conveyance, royalty all materials labour, T & P materials required for this item including hire and running charges of machineries complete as directed by the Engineer-in-charge.
RCC M 20 grade with crushed granite 20mm down graded coarse aggregate of approved quality mixing by concrete mixer including hoisting, lowering & laying concrete in position to proper slope and level & compacting by vibrator in layers not exceeding 0.15m depth & finishing the exposed surface smooth including watering, curing for required period including cost, conveyance, royalty all materials labour, T & P materials required for this item including hire and running charges of machineries complete as directed by the Engineer-in-charge.
Supplying, fitting and placing uncoated HYSD bar reinforcenment in position as per approved design & specification including cost, conveyance, royalty of binding wires of 18 to 20 gauge and M.S. Rods complete in all respect with supply of all labour and T&P required for the work etc. complete in all respect as directed by the Engineer-in-Charge.
Providing rigid shuttering with the box type steel shuttering plates with keys for intermediate construction joints in rafts of weirs, barrages, and dam blocks including cost of materials,labour ,T&P etc. complete as directed by the Engineer-in-charge.
Providing Fitting and fixing 12mm thick salitex board (Bitumenous expansion joint board) in expansion joints including cost, conveyance, royalty all materials labour, T & P materials required for this item including hire and running charges of machineries complete as directed by the Engineer-in-charge
Removing old cement plaster from walls in all height including racking out joints to 12mm deep and removal of debris clear of work site including watering & curing for required period including cost, conveyance of all materials ,labour and T & P required for the item complete as directed by engineer in charge.
20 mm thick cement plaster (1:4) over brick work finished smooth after racking out joints 1/2" deep including watering & curing for required period including cost, conveyance, royalty of all materials ,labour and T & P required for the item complete as directed by engineer in charge.
6 mm thick cement plaster (1:4) over cement concrete work finished smooth after racking out joints 1/2" deep including watering & curing for required period including cost, conveyance, royalty of all materials ,labour and T & P required for the item complete as directed by engineer in charge.
Supplying, Laying and fixing 300mm dia RCC hume pipes of approved quality for outlets including cost, conveyance of pipes to the work site with cost of all other materials and supply of all labour and T&P required for the work etc. complete in all respect as directed by Er. In charge
Supplying, Laying and fixing 150mm dia RCC hume pipes of approved quality for outlets including cost, conveyance of pipes to the work site with cost of all other materials and supply of all labour and T&P required for the work etc. complete in all respect as directed by Er. In charge
Supplying, Laying and fixing 100mm dia RCC hume pipes of approved quality for outlets including cost, conveyance of pipes to the work site with cost of all other materials and supply of all labour and T&P required for the work etc. complete in all respect as directed by Er. In charge
Filling the foundation and plinth with excavated earth including watering and ramming properly,with cost of all labour, t&p reqd. for the item complete and as directed by the Er. In charge.
Excavation in all kinds of soil including moorum, stoney earth, gravel etc. excepting all kinds of rock & boulders exceeding 0.014cum in volume for dam base stripping, cut-off trenches, outfall drains and stripping in borrow areas including rough dressing and dumping the excavated materials away from work site manually within all lead and lift and delifts as per the direction of Engineer-in-charge including stacking of useful materials as directed.
Excavation, loading, unloading and carriage by mechanical means of all kinds of soil including stony earth, gravel and moorum etc. interspread with boulders up to 1/2 cum size with all lifts and delifts including dressing of slopes and bed to design level & section and depositing the excavated materials away from the work site as per the specification from the place of excavation with supply of all labour, all taxes as per norm, construction & maintaining haul roads required for the work etc. complete as directed by the Engineer-in-charge. (Measurement will be taken on the finished level section)
Excavation of any approved type of soil from borrow area by mechanical means loading into and transportation by mechanical means and unloading the soil with all leads and lifts and delifts on properly prepaired surface including spreading and levelling the earth in 22.50 cum layers in dam and dyke for all heights including royality of earth etc as specification and direction of the engineer-in charge (Measurment should be taken in finished leval section and 1/6 voids volume will be deducted towards settlement of earth in filling section ).
Earth work in ordinary soil with all leads, lifts and delifts including dressing and levelling the bed to the design profile as per direction of the Engineer-in-charge. (Measurement will be taken on the finished level section )
Earth work in hard soil with all leads and lifts including rough dressing and breaking clods to maximum 5 cm to 7cm , laying in layers not exceeding 0.30m in depth including rayality of earth etc completed as per the direction of Engineer in charge. (Measurement will be taken on the finished level section and 1/6 voids volume will be deducted towards settlement of earth in filling section )
Providing,Supplying, Stacking for premeasurement & Speading moorum and consolidation with HRR on dam top including watering, cost of moorum and conveyance of moorum etc complete required for the item as per direction of Engineer incharage
Ramming or rolling earth work with light H.R.R in embankment in layers not exceeding 0.30m with all materials labour, T & P materials required for this item complete as directed by the Engineer-in-charge.
R.S dry packing in appron and revetments & slopes of dam and dyke with h.g stone 30 cm and above size of approved quality including filling the interstices with small stone to proper slope and level with cost, conveyance, rayality and other taxes of all materials , labour and T&P required for the item complete as directed by the Engineer in charge.
R.S dry packing in appron and revetments & slopes of dam and dyke with h.g stone 30 cm and above size with departmental stone including filling the interstices with small stone to proper slope and level with cost, conveyance, rayality and other taxes of all materials , labour and T&P required for the item complete as directed by the Engineer in charge.
Supply,transportation,erection,fitting and fixing approved type of moulded measuring devices (Cut Throat Flumes) of 1 cusecs discharge capacity made out of fiberglass reinforced plastic mould (FRP) at the specified location with " hold fasts" embedded in M-20 grade of concrete including curing of concrete till it attains required strength etc. as per the direction of the Engineer-in-charge
SANGHAPRIYA GOUTAM
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